J4 C8600-D - Reference DWG 11.pdf

A Joint Venture

EXISTING

GROIN

BU

LKH

EAD

N.C. ROUTE 58

PI

ER

BOGUE SOUND

PAMLICO

SOUND

ATLANTIC

OCEAN

U.S. 70

SOUND

CORE S

OUND

U.S. 17

MOREHEAD

FORT MACON

NEW

BERN

CITY

BOGUE

N.C. ROUTE 58

ATLANTIC BEACH

TO FORT MACON

TO ATLANTIC BEACH

MAIN BARRACKS/

GALLEY

MAIN

ENTRANCE

BOAT

HOUSE

CAPE LOOKOUT

BALL FIELD &

HELICOPTER

LANDING AREA

U.S. COAST GUARD SFO FORT MACON

U.S. COAST GUARD

CIVIL ENGINEERING UNIT CLEVELAND

CLEVELAND, OHIO

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT

WATERFRONT REPAIRS

LOCATION MAP

SCALE: NTS

SITE MAP

SCALE: NTS

ATLANTIC BEACH, NORTH CAROLINA

INDEX OF DRAWINGS

SHEET

INDEX

SHEET

NO. SHEET TITLE

GENERAL

1 G-001 COVER SHEET

2 G-002 GENERAL NOTES

3 G-003 GENERAL NOTES

4 G-100 OVERALL TOPOGRAPHIC SURVEY

5 G-101 TOPOGRAPHIC SURVEY

6 G-102 TOPOGRAPHIC SURVEY

7 G-103 TOPOGRAPHIC SURVEY

8 G-104 TOPOGRAPHIC SURVEY

DEMOLITION

9 SD100 OVERALL DEMOLITION PLAN

10 SD101 DEMOLITION PLANS

11 SD102 FLOATING DOCK DEMOLITION PLAN

12 SD103 SOUTH GROIN DEMOLITION PLAN

13 SD104 REVETMENT DEMOLITION PLAN

14 SD501 DEMOLITION DETAILS

15 SD502 DEMOLITION DETAILS

16 SD601 DEMOLITION PHOTOGRAPHS

17 SD602 DEMOLITION PHOTOGRAPHS

18 SD603 DEMOLITION PHOTOGRAPHS

INDEX OF DRAWINGS

SHEET

INDEX

SHEET

NO. SHEET TITLE

STRUCTURAL

19 S-100 OVERALL CONSTRUCTION PLAN

20 S-101 CONSTRUCTION PLANS

21 S-102 FLOATING DOCK PLAN

22 S-103 SOUTH GROIN PLAN

23 S-104 REVETMENT PLAN

24 S-501 BULKHEAD DETAILS

25 S-502 BULKHEAD DETAILS

26 S-503 FLOATING DOCK DETAILS

27 S-504 GANGWAY DETAILS

28 S-505 WOOD DOCK DETAILS

29 S-506 FENDER SYSTEM DETAILS

30 S-507 REVETMENT DETAILS

31 S-508 SECURITY FENCE DETAILS

32 S-509 MISCELLANEOUS DETAILS

ELECTRICAL

33 E-101 ELECTRICAL SITE PLAN

34 E-501 ELECTRICAL DETAILS

GENERAL NOTES STRUCTURAL AND MISCELLANEOUS STEEL FOUNDATION

1. PILES SHALL BE DRIVEN TO THE INDICATED TIP ELEVATION. PILES SHALL BE DRIVEN USING A HAMMER OF AN APPROVED TYPE, WITH A CAPACITY EQUAL TO THE HAMMER MANUFACTURER'S RECOMMENDATION FOR THE TOTAL WEIGHT OF THE PILE AND CHARACTERISTICS OF SUBSURFACE MATERIAL ENCOUNTERED.

2. JETTING OF PILES SHALL NOT BE ALLOWED.

2. WIND, WAVE AND CURRENT LOADS ON STRUCTURES

A. DESIGN WIND = 156 MPH

B. CURRENT = 0.5 KNOTS (0.84 FPS)

3. DESIGN VESSEL FOR WOOD DOCK

1. LOAD PARAMETERS

A. UNIFORM LIVE LOAD =

DESIGN CRITERIA

CONCRETE AND REINFORCING STEEL

100 PSF FOR WOOD DOCK AND BULKHEAD, UNLESS OTHERWISE SPECIFIED

DESIGN VESSEL LENGTH

(FT)

BEAM

(FT)

DRAFT

(FT)

DISPLACEMENT

(LONG TON)

87' PATROL BOAT 87 19.4 5.7 91

#10

#9

#8

#7

#6

#5

#4

SIZE

BAR

BARS

TOP

BARS

LAP

CLASS

BOTTOM

B

B

B

B

B

B

B

36"

29"

22"

43"

63"

72"

81"

#3

B 90"

17"

23"

28"

34"

49"

56"

63"

69"

LAP SPLICES OF

REINFORCING BARS F'c=5,000 PSI

1. NOTES BELOW ARE NOT INTENDED TO REPLACE SPECIFICATIONS. SEE SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO THE

GENERAL NOTES.

2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS.

3. DRAWINGS ARE NOT COMPLETE IN EVERY DETAIL. CONTRACTOR TO PROVIDE ALL WORK AND ACCESSORIES NECESSARY FOR A

COMPLETE SYSTEM, WHETHER SHOWN OR NOT ON THE DRAWINGS.

4. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN THE DRAWINGS AND/OR SPECIFICATIONS TO THE CONTRACTING OFFICER'S REPRESENTATIVE FOR CLARIFICATIONS OR ADJUSTMENTS PRIOR TO COMMENCING WORK.

5. ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED. METHODS OF CONSTRUCTION AND

ERECTION OF STRUCTURAL MATERIAL IS THE CONTRACTOR'S RESPONSIBILITY.

6. EXISTING CONSTRUCTION INCLUDING UTILITIES, DRAINAGE, AND OTHER MISCELLANEOUS WORK WHICH IS TO REMAIN, SHALL

REMAIN UNDISTURBED AND BE PROTECTED.

7. THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTY, UTILITIES, PEDESTRIANS, AND VEHICULAR TRAFFIC FROM POTENTIAL

DAMAGE DUE TO CONTRACTOR'S OPERATIONS.

8. LOCATIONS OF EXISTING UTILITIES AND STRUCTURES ON THE DRAWINGS ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL APPLICABLE UTILITIES. VERIFY DISCREPANCIES WITH THE CONTRACTING OFFICER'S REPRESENTATIVE.

9. THE CONTRACTOR SHALL PLACE CONSTRUCTION DEBRIS CONTROL DEVICES, BOOMS, TARPAULINS, FLOATS, STAGING AND OTHER DEVICES AS NECESSARY TO PREVENT CONSTRUCTION DEBRIS FROM ENTERING THE WATER AND AIRBORNE MATERIALS FROM LEAVING THE IMMEDIATE VICINITY OF THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF ANY MATERIALS

DEPOSITED OUTSIDE THE WORK AREA.

10. ALL AREAS DISTURBED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION BY THE

CONTRACTOR, UNLESS OTHERWISE NOTED.

11. ALL ELEVATIONS PROVIDED ON THE DRAWINGS ARE REFERENCED TO MLW, UNLESS OTHERWISE NOTED.

12. THE FOLLOWING DATA IS PROVIDED CONCERNING TIDAL INFORMATION:

FEMA 100 YEAR = +8.9

MHHW = +3.4

MHW = +3.1

NAVD88 = +1.9

MLW = +0.00

MLLW = -0.20

1. ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACI 301, UNLESS OTHERWISE NOTED.

2. ALL CONCRETE SHALL BE NORMAL WEIGHT.

3. ALL DETAILING, FABRICATION, AND ERECTION OF REINFORCING STEEL SHALL CONFORM TO THE ACI MANUAL OF STANDARD

PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES.

4. MATERIALS SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED:

A. CONCRETE STRENGTH 28 DAY

1. CAST-IN-PLACE CONCRETE (UON)............................................................................. 5000 PSI

B. REINFORCING SHALL HAVE THE FOLLOWING CHARACTERISTICS:

1. REINFORCING STEEL AND DOWELS FOR CONCRETE............................................. ASTM A615, GRADE 60 (UON)

5. CHAMFER ALL EXPOSED EXTERNAL CORNERS OF CONCRETE WITH 3/4", 45° CHAMFERS UNLESS OTHERWISE NOTED.

6. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" UNLESS OTHERWISE NOTED.

7. ALL CONSTRUCTION JOINTS BETWEEN CAST-IN-PLACE CONCRETE SHALL BE BONDED WITH BONDING AGENT AND BE CLEAN WITH

A ROUGHENED SURFACE OF 1/4" AMPLITUDE.

8. PROVIDE BROOM FINISH ON ALL WALKING SURFACES.

9. ALL REINFORCING BAR SPLICES SHALL BE CLASS "B" TENSION LAP SPLICES IN ACCORDANCE WITH ACI 318, CHAPTER 12, UNLESS OTHERWISE INDICATED. ACI DEFINES A TOP BAR AS HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12" OF

FRESH CONCRETE IS CAST BELOW THE SPLICE.

1. ALL STEEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. ALL WELDING SHALL CONFORM TO AWS D1.1.

2. STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED:

A. MISC PLATES, BARS, AND SHAPES....................................................................ASTM A36, A572, OR

A992 GALV, UON

B. SS PLATES & SHAPES..........................................................................................ASTM A276, TYPE 316 C. THREADED ANCHOR RODS.................................................................................ASTM F1554, GR 36 D. COMMON BOLTS...................................................................................................ASTM A307, GR B E. MOORING HARDWARE ANCHORAGE.................................................................ASTM A449 F. HIGH-STRENGTH STEEL BOLTS......................................................................... ASTM A325, GALV, UON G. STEEL NUTS.......................................................................................................... ASTM A563, GALV, UON & ANSI B18.2.2 H. STEEL WASHERS..................................................................................................ASTM F436, GALV, UON & ANSI B18.22.1

(TYPE A-PLAIN), ANSI B 18.21.1 (LOCKING)

I. SS BOLTS/ANCHORS............................................................................................ASTM A193 OR ASTM F593, TYPE 316 J. SS NUTS.................................................................................................................ASTM A194 OR ASTM F594, TYPE 316 &

ANSI B18.2.2

K. SS WASHERS........................................................................................................ ANSI B18.22.1 (TYPE A-PLAIN), ANSI B18.21.1

(LOCKING), TYPE 316

3. ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A153 AND ASTM F2329 UNLESS

OTHERWISE NOTED.

4. WELD ELECTRODES SHALL BE E70XX LOW HYDROGEN CONFORMING TO AWS D1.1.

5. FIELD TREAT DAMAGED GALVANIZED FINISH WITH TWO COATS OF HIGH ZINC DUST OXIDE PAINT, COLD GALVANIZING COMPOUNDS OR APPROVED EQUAL CONFORMING TO THE REQUIREMENTS OF ASTM A780. IN ADDITION, ALL EXPOSED THREADED SURFACES SHALL BE PAINTED WITH TWO COATS OF HIGH ZINC DUST OXIDE PAINT AFTER INSTALLATION OF

UNITS.

6. MOORING HARDWARE SHALL BE PAINTED PER SPECIFICATIONS AND MANUFACTURER'S RECOMMENDATIONS.

50 PSF FOR FLOATING DOCKS

A Joint Venture

PLASTIC MARINE LUMBER, FENDER PILES AND CAMELS

1. ALL FIBERGLASS REINFORCED COMPOSITE PLASTIC MARINE LUMBER, FENDER PILE AND CAMEL CONSTRUCTION

SHALL CONFORM TO THE MANUFACTURER'S RECOMMENDATIONS.

2. WHEN CONNECTING HARDWARE IS SHOWN ON THE DRAWINGS, THE TYPE, SIZE, SPACING, AND ALIGNMENT ARE CRITICAL AND MUST BE MAINTAINED. DO NOT UNDERCUT MEMBERS. CONNECTIONS SHALL PULL AND HOLD

MEMBERS BEING JOINED INTO CLOSE CONTACT.

3. THREADED ANCHOR RODS SHALL CONFORM TO EITHER ASTM A193 OR ASTM F593, TYPE 316L STAINLESS STEEL.

HEX NUTS SHALL CONFORM TO ASME B18.2.2 AND EITHER ASTM A194 OR ASTM F594, TYPE 316L STAINLESS STEEL.

WASHERS SHALL BE TYPE 316L STAINLESS STEEL MEETING THE REQUIREMENTS OF ASME B18.21.1, TYPE A - PLAIN.

4. BORE HOLES FOR THROUGH ANCHORS WITH A BIT 1/16" LARGER IN DIAMETER THAN THE SHANK OF THE BOLT.

5. THE OUTER SKIN OF ALL NEW PLASTIC LUMBER FENDER ELEMENTS (BLOCKING, CHOCKS, WALES, FENDER PILES &

CAMELS) SHALL BE COLORED "BLACK".

6. THE FIBERGLASS REINFORCED COMPOSITE PLASTIC MARINE LUMBER (BLOCKING, CHOCKS & WALES) SHALL

CONFORM TO THE FOLLOWING MINIMUM PROPERTIES, UNLESS OTHERWISE NOTED:

A. FLEXURAL MODULUS OF ELASTICITY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .278,000 PSI B. STIFFNESS (EI) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2.15x108 LB-IN2

C. YIELD STRESS IN BENDING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4,610 PSI D. WEIGHT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34-41 LB/FT

7. THE FIBERGLASS REINFORCED COMPOSITE PLASTIC FENDER PILES SHALL CONFORM TO THE FOLLOWING MINIMUM

PROPERTIES, UNLESS OTHERWISE NOTED:

A. FLEXURAL MODULUS OF ELASTICITY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .562,000 PSI B. STIFFNESS (EI) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7.88x108 LB-IN2

C. YIELD STRESS IN BENDING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9,830 PSI D. WEIGHT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45-53 LB/FT

8. THE FIBERGLASS REINFORCED COMPOSITE PLASTIC CAMELS SHALL CONFORM TO THE FOLLOWING MINIMUM

PROPERTIES, UNLESS OTHERWISE NOTED:

A. FLEXURAL MODULUS OF ELASTICITY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .548,000 PSI B. STIFFNESS (EI) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.76x109 LB-IN2

C. YIELD STRESS IN BENDING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9,860 PSI D. WEIGHT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 74-82 LB/FT

4. FOR ADDITIONAL LOADING REQUIREMENTS, REFER TO THE PROJECT SPECIFICATIONS.

TIMBER CONSTRUCTION

1. ALL TIMBER CONSTRUCTION SHALL CONFORM TO THE RECOMMENDATIONS OF THE AMERICAN INSTITUTE OF

TIMBER CONSTRUCTION.

2. TIMBER PILES SHALL BE DRIVEN TO THE TIP ELEVATION INDICATED ON THE DRAWINGS, USING A HAMMER OF AN APPROVED TYPE, WITH A CAPACITY AT LEAST EQUAL TO THE HAMMER MANUFACTURER'S RECOMMENDATION FOR THE TOTAL WEIGHT OF PILE AND CHARACTER OF THE SUBSURFACE MATERIAL TO BE ENCOUNTERED.

3. SPUDDING AND/OR JETTING OF TIMBER PILES SHALL NOT BE ALLOWED.

4. TIMBER PILES SHALL BE TREATED IN ACCORDANCE WITH AWPA C1 AND C3 FOR TIMBER IN SALTWATER IMMERSION.

5. TIMBER RELATED MATERIALS SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED:

A. TIMBER PILES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM D25 B. CONNECTING BOLTS & NUTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM A307, GALV, UON

6. WHEN CONNECTING HARDWARE IS SHOWN ON THE DRAWINGS, THE TYPE, SIZE, SPACING, AND ALIGNMENT ARE CRITICAL AND MUST BE MAINTAINED. DO NOT UNDERCUT WOOD. CONNECTIONS SHALL PULL AND HOLD MEMBERS

BEING JOINED INTO CLOSE CONTACT.

7. WASHERS SHALL BE CIRCULAR FLAT SMOOTH AND SHALL CONFORM TO ANSI B18.21.1. USE DOCK WASHERS OR

OGEE WASHERS WHERE INDICATED OR REQUIRED.

8. CHECK ALL BOLTS BY BURRING THE THREADS AFTER THE NUTS HAVE BEEN FINALLY TIGHTENED. RECOAT

EXPOSED PORTION OF BOLT WITH TWO COATS OF HIGH ZINC DUST OXIDE PAINT.

9. BORE HOLES FOR THRU BOLTS WITH A BIT 1/16 INCH LARGER IN DIAMETER THAN THE SHANK OF THE BOLT.

COMPOSITE SHEET PILE:

1. COMPOSITE SHEET PILING SHALL BE DRIVEN TO THE MINIMUM TIP ELEVATION INDICATED ON THE DRAWINGS, USING A HAMMER OF AN APPROVED TYPE, WITH A CAPACITY AT LEAST EQUAL TO THE HAMMER MANUFACTURER'S RECOMMENDATION FOR THE TOTAL WEIGHT OF

PILE AND CHARACTER OF THE SUBSURFACE MATERIAL TO BE ENCOUNTERED.

2. JETTING OF COMPOSITE SHEET PILES WILL NOT BE PERMITTED.

3. THE CONTRACTOR SHALL COORDINATE THE PILE DRIVING SCHEDULE SO AS NOT TO INTERFERE WITH OR BE DETRIMENTAL TO ANY

OTHER CONSTRUCTION ACTIVITIES OR OPERATIONS AT THE FACILITY.

4. COMPOSITE SHEET PILES SHALL BE CONSTRUCTED FROM FIBERGLASS REINFORCED POLYMERS, MANUFACTURED BY PULTRUSION, THAT ARE FULLY INTERLOCKING. FIBERGLASS REINFORCEMENT SHALL CONSIST OF BIAXIALLY STITCHED E-GLASS FABRIC, CONTINUOUS

STRAND GLASS MAT, AND ALIGNED UNIDIRECTIONAL ROVINGS.

5. THE COMPOSITE BULKHEAD SYSTEM COMPONENTS SHALL CONFORM TO THE MINIMUM REQUIREMENTS, DEFINED IN SPECIFICATION

SECTION 31 41 17 COMPOSITE SHEET PILING:

ABBREVIATIONS

INDICATES GRID LOCATION

ON SHEET FOR PLAN, DETAIL,

ELEVATION OR SECTION

INDICATES SHEET NUMBER

WHERE DRAWN OR TAKEN FROM

S-102

INDICATES ADDITIONAL

SHEET NUMBER WHERE

REFERENCE IS MADE

STRUCTURAL SPECIAL INSPECTIONS

1. IN ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE AND ALL APPLICABLE STATE AND LOCAL

REQUIREMENTS, AN INDEPENDENT APPROVED AGENCY SHALL MAKE PERIODIC AND/OR CONTINUOUS INSPECTIONS OF THE

CONSTRUCTION PROGRESS IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS:

A. CONCRETE CONSTRUCTION. . . . . . . . . . . . . . . SECTION 1705.3 & TABLE 1705.3 (SEE BELOW) B. PILE FOUNDATIONS. . . . . . . . . . . . . . . . . . . . . . . SECTION 1705.7 & TABLE 1705.7 (SEE BELOW)

ACI = AMERICAN CONCRETE INSTITUTE

AISC = AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALUM = ALUMINUM

APPROX = APPROXIMATE

ANSI = AMERICAN NATIONAL STANDARDS INSTITUTE

ASCE = AMERICAN SOCIETY OF CIVIL ENGINEERS

ASME = AMERICAN SOCIETY OF MECHANICAL

ENGINEERS

ASTM = AMERICAN SOCIETY FOR TESTING AND

MATERIALS

ATON = AIDS TO NAVIGATION

AWPA = AMERICAN WOOD PRESERVER'S

ASSOCIATION

AWS = AMERICAN WELDING SOCIETY

BLDG = BUILDING

BM = BENCHMARK

BOL = BOLLARD

BOTT = BOTTOM

BTW = BETWEEN

C = CHANNEL

CATV = CABLE TELEVISION

CDR = COMMANDER

CEU = CIVIL ENGINEERING UNIT

CF = CUBIC FEET

CHLK = CHAIN LINK

CIP = CAST-IN-PLACE

CL = CENTERLINE

CLR = CLEAR

CO = CLEANOUT

COMP = COMPOSITE

CONC = CONCRETE

CONSTR = CONSTRUCTION

CONT = CONTINUOUS

COR = CONTRACTING OFFICER'S REPRESENTATIVE

CSP = COMPOSITE SHEET PILE

D= DEEP

DEMO = DEMOLITION

DI = DROP INLET

DIA = DIAMETER

DIM = DIMENSION

DWG = DRAWING

E = EAST

EA = EACH

EL = ELEVATION

ELEC = ELECTRICAL

ELEV = ELEVATION

EMBED = EMBEDMENT

ETC. = ET CETERA

EQ = EQUAL

EO = ELECTICAL OUTLET

EXIST. = EXISTING

EXP = EXPANSION

EXT = EXTENSION

FEMA = FEDERAL EMERGENCY MANAGEMENT

AGENCY

FH = FIRE HYDRANT

FPS = FEET PER SECOND

FRP = FIBER REINFORCED PLASTIC

FT = FEET

GALV = GALVANIZED

GND = GROUND

GR = GRADE

GRT = GRATE

H = HIGH

HDPE = HIGH DENSITY POLYETHYLENE

HH = HAND HOLE

ID = IDENTIFICATION

IBC = INTERNATIONAL BUILDING CODE

I.E. = FOR EXAMPLE

ICV = IRRIGATION CONTROL VALVE

IN = INCHES

INC. = INCORPORATED

INV = INVERT

JB = JUNCTION BOX

JT = JOINT

K = KIPS

KIP = 1000 POUNDS

KSI = KIPS PER SQUARE INCH

L = ANGLE

LB = POUND

LF = LINEAR FEET

LG = LONG

LONG = LONGITUDINAL

LP = LIGHT POLE

MAX = MAXIMUM

MHHW = MEAN HIGHER HIGH WATER

MHW = MEAN HIGH WATER

MIN = MINIMUM

MISC = MISCELLANEOUS

MLLW = MEAN LOWER LOW WATER

MLW = MEAN LOW WATER

MOD = MODIFIED

MPH = MILES PER HOUR

MTL = METAL

N = NORTH

N/A = NOT APPLICABLE OR NOT AVAILABLE

NAD = NORTH AMERICAN DATUM

NAVD = NORTH AMERICAN VERTICAL DATUM

NC OR N.C. = NORTH CAROLINA

NGS = NATIONAL GEODETIC SURVEY

NIC = NOT IN CONTRACT

NO. = NUMBER

NOAA = NATIONAL OCEANIC AND ATMOSPHERIC

ASSOCIATION

NTS = NOT TO SCALE

O.C. = ON CENTER

O.D. = OUTSIDE DIAMETER

P/C = PRECAST

P/S = PRESTRESSED

PCI = PRECAST CONCRETE INSTITUTE

PDA = PILE DYNAMIC ANALYZER

PEN = PENETRATION

PLS = PROFESSIONAL LAND SURVEYOR

PIV = POST INDICATOR VALVE

PP = POWER POLE

PSF = POUNDS PER SQUARE FOOT

PSI = POUNDS PER SQUARE INCH

PVC = POLYVINYL CHLORIDE

R = RADIUS

R/F = REINFORCEMENT

RD = ROAD

REINF = REINFORCED OR REINFORCEMENT

REQ'D = REQUIRED

S = SOUTH

SAN. = SANITARY

SBW = STRANDS OF BARBED WIRE

SCH = SCHEDULE

SEC = SECOND

SF = SQUARE FEET

SFO = SECTOR FIELD OFFICE

SHT = SHEET

SIM = SIMILAR

SPA = SPACES

SPECS = SPECIFICATIONS

SQ = SQUARE

SS = STAINLESS STEEL OR SANITARY SEWER

SSMH = SANITARY SEWER MANHOLE

STMH = STORM MANHOLE

STA = STATION

STD = STANDARD

STL = STEEL

SW = SIDEWALK

TBM = TEMPORARY BENCHMARK

THK = THICK

TMH = TELEPHONE MANHOLE

TPED = TELEPHONE PEDESTAL

TYP = TYPICAL

UHMW = ULTRA HIGH MOLECULAR WEIGHT

UON = UNLESS OTHERWISE NOTED

USCG = U.S. COAST GUARD

U.S. = UNITED STATES

V = VERTICAL OR VOLT

VLF = VERTICAL LINEAR FEET

W = WEST OR WIDTH

W/ = WITH

W/IN = WITHIN

W/O = WITHOUT

WD = WOOD

MW = MATER METER

WP = WORK POINT

WV = WATER VALVE

# = NUMBER OR POUNDS

& = AND

@ = AT

CL = CENTERLINE

Ø = DIAMETER

PL= PLATE

" = SECONDS OR INCH

' = MINUTES OR FEET

± = PLUS OR MINUS

° = DEGREES

% = PERCENT

TABLE 1705.3 - REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION

VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE

INSPECTION OF REINFORCING STEEL. - X ACI 318: 3.5, 7.1-7.7 1910.4

INSPECTION OF ANCHORS CAST IN CONCRETE WHERE

ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE

STRENGTH DESIGN IS USED.

- X ACI 318: 8.1.3, 21.2.8 1908.5, 1909.1

INSPECTION OF ANCHORS POST-INSTALLED IN HARDENED

CONCRETE MEMBERS. - X ACI 318: 3.8.6, 8.1.3, 21.2.8 1909.1

VERIFYING USE OF REQUIRED DESIGN MIX. - X ACI 318: CH 4, 5.2-5.4 1904.2, 1910.2, 1910.3

AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE

SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND

AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE

OF THE CONCRETE.

X -

ASTM C172, ASTM C31

ACI 318: 5.6, 5.8 1910.10

INSPECTION OF CONCRETE PLACEMENT FOR PROPER

APPLICATION TECHNIQUES. X - ACI 318: 5.9, 5.10 1910.6, 1910.7, 1910.8

INSPECTION OF MAINTENANCE OF SPECIFIED CURING

TEMPERATURE AND TECHNIQUES. - X ACI 318: 5.11-5.13 1910.9

VERIFICATION OF IN-SITU CONCRETE STRENGTH PRIOR TO

REMOVAL OF SHORES AND FORMS - X ACI 318: 6.2 -

INSPECT FORMWORK FOR SHAPE, LOCATION AND

DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. - X ACI 318: 6.1.1 -

TABLE 1705.7 - REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS

VERIFICATION AND INSPECTION TASK CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED

VERIFY ELEMENT MATERIALS, SIZES AND LENGTHS

COMPLY WITH THE REQUIREMENTS. X -

OBSERVE DRIVING OPERATIONS AND MAINTAIN

COMPLETE AND ACCURATE RECORDS FOR EACH

ELEMENT.

X -

VERIFY PLACEMENT LOCATIONS AND PLUMBNESS,

CONFIRM TYPE AND SIZE OF HAMMER, RECORD NUMBER

OF BLOWS PER FOOT OF PENETRATION, DETERMINE

REQUIRED PENETRATIONS TO RECORD TIP ELEVATIONS

AND DOCUMENT ANY DAMAGE TO FOUNDATION ELEMENT.

X -

REFERENCE BUBBLE DESIGNATION

A3 S-101

(-1)

(-2)

(-2)

5 6 75

(-2

(-3

(-1

(-1)

(-2)

(-3)

(-2

(-1

3 2

3 2

(-1)(-

(-2))

SS PUMP STATION

ACCESS COVER

TOP=5.54'

BOTT=-7.96

INV.IN=-3.28' (E)

INF.OUT=-1.13' (SE)

SS ACCESS

TOP=10.99'

(INACCESSIBLE, LOCKED)

SS ACCESS

TOP=10.95'

(INACCESSIBLE, LOCKED)

CO

UKN ACCESS COVER

(NO ACCESS)

TOP=5.74'

ELEC ACCESS COVER

TOP=4.27'

BOTT=1.30'

SSMH

TOP=6.23'

BOTT=3.29'

INV IN=3.11'

INV OUT=3.06'

SEWER

PUMP

TOP=7.00'

SSMH

TOP=3.23'

BOTT=0.35'

INV IN (N)=-0.09'

INV IN (NW)=-0.18'

INV OUT (S)=-0.18'

CO

CO

CO

CO

GREASE TRAP

TOP=4.27'

BOTT=-1.90'

GREASE TRAP

TOP=4.25'

BOTT=-1.90'

CO

GREASE TRAP

TOP=4.18'

BOTT=-2.05'

GREASE TRAP

TOP=4.06'

BOTT=-2.05'

C O

CO

CO

SSMH

TOP=5.21'

BOTT=-1.93'

INV.IN=-2.23' (E)

INV.IN=-2.25' (SE)

INV.OUT=-2.24' (NW)

SSMH

TOP=5.86'

BOTT=-0.54'

INV.IN=1.85' (N)

INV.IN=-0.10' (N)

INV.IN=-0.86' (NE)

INV.OUT=-0.89' (W)

CO

CO

CO

SSMH

TOP=4.25'

(INACCESSIBLE)

SSMH

TOP=5.14'

BOTT=2.49'

INV.IN=2.14' (SE)

INV.IN=2.13' (NW)

INV.OUT=1.95' (S)

SSMH

TOP=6.25'

BOTT=3.16'

INV.IN=2.74' (E)

INV.OUT=2.39' (NW)

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

SSMH

TOP=3.83'

BOTT=-1.91'

INV.IN=-2.43' (N)

INV.IN=-2.31' (SW)

INV.IN=2.02' (SE)

INV.OUT=-2.37' (S)

ELEC PANEL

SS ACCESS

TOP=10.95'

(INACCESSIBLE, LOCKED)

SS

A

CCES

S

TO

P=

.95

(IN

AC

CES

SI

BL

E, LO

CKE

D)

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CONTROL

PANEL

CONTROL PANEL

UKN ACCESS

COVER

TOP=5.69'

UKN ACCESS COVER

TOP=4.97'

BOTT=2.47'

ELEC PANEL

UKN ACCESS COVER

(NO ACCESS)

TOP=6.27'

UKN ACCESS CO

VER

(NO

ACCESS)

TO

P=4.19'

GATE MOTOR BOX

SPEED LIMIT

WALKING TRAIL

NO PARKING

STOP SIGN

5.93

6.00

5.96

AC

AC

AC

AC

HOT BOX

SS

SS

AC

AC

AC

CL DITCH

AC UNITS

AC

AC

FLAG POLE

RETENTION

POND

2 AC UNITS

CONC PAD

AC

WEAPONS CLEARING

STATION

TBM #55

"X" ON BONNET

BOLT OF FH

N=352559

E=2696806

EL=5.82

TMB #1571

"X" IN BONNET

BOLT ON FH

N=352336

E=2697165

EL=6.26

CONTROL POINT #1572

RBC

N=352801.54 E=2696471.05

EL=8.25

CONTROL POINT #1573

RBC

N=352695.69 E=2696666.03

EL=5.93

CONTROL POINT #1574

RBC

N=352469.22 E=2696743.72

EL=3.88

CONTROL POINT #1575

MACO B 1995

PID: AB6834

N=352227.74 E=2696915.01

EL=4.19

CONTROL POINT #1576

RBC

N=352326.85 E=2696943.37

EL=3.93

BM #23

NO 5 1973

PID: AC7537

N=352276 E=2697214

EL=10.20

BM #22

NO 4 1973

PID: AC7536

N=352285

E=2697182

EL=10.07

CONTROL POINT #1579

RBC

N=352326.57 E=2697166.40

EL=4.00

FENCED IN LOCKED

AREA WITH 2

STORAGE

CONTAINERS

PVMT CUT

PARKING BORDER

(TEL POLE ON GROUND)

6" CONC CURB

6" C

ONC CURB

6" C

ONC CURB

6" CONC CURB

6" C O

N C

C U

R B

36" STEEL RAILING

36" STEEL RAILING

36" STEEL RAILING

P V

M T C

U T

CANOPY

GRAVEL

GRAVEL

GRAVEL

CONC PAD

ASPHALT CURB

GRT

TO

P=

.2 3'

GRT

TO

P=

.1 1'

P A

R K

IN

G

B O

R D

E R

(T E

L P

O

LE

S O

N G

R O

U N

D

PARKING BORDER

(TEL POLES ON GROUND)

PARKING BORDER

(TEL POLES ON GROUND)

CONC SW

ELEC MH

TOP=3.86'

TMH

TOP=3.92'

BOTT=0.79'

SR 1190 - FORT MACON ROAD

M

TL

R

AM

P

42" STEEL

RAILING

42" STEEL

RAILING

42" STEEL RAILING

WOOD WALK

10" WD

POSTS

DI

TOP=2.68'

BOTT=0.44'

INV.OUT=0.44' (SE)

(BOX FULL OF

WATER AND SAND)

WATER

PIV

WD POSTS

GATE

SWING ARM

BOX

AIR CONNECTION BOX

TOP=5.18'

BOTT=4.18'

36" STEEL RAILING

DI

TOP=4.03'

BOTT=-1.97'

INV.=1.53' (W)

DI

TOP=3.07'

BOTT=1.77'

INV.OUT=1.86' (SE)

84" CHLK 3SBW

84" CHLK 3SBW

WD BOL

WD BOL

BOL

ROPE FENCE

WITH 4"x4"

POSTS

C H

AIN

TH

R O

U G

H 10" W

D

PO

STS

W D

W

ALL

4"x4"

POSTS (4)

10" PO

ST

10" POSTS

BOL

ROPE FENCE

WITH 4"x4" POSTS

84" C H

LK 3SBW

LP TANK

84" C H

LK 3SBW

ELECPANEL

DI

TOP=3.22'

BOTT=-0.38'

INV.IN=1.27' (NW)

INV.IN=1.04' (SW)

INV.OUT=0.80' (N)

1-STORY

BLOCK

BLDG

(#67650)

36" STEEL

RAILING

EDGE OF EROSION BARRIER

GRASS

CONC

EDGE CONC

EDGE CONCBOAT TIE

BOLLARD

ED

G

E O F R

IPR

AP

EDGE OF RIPRAP

WOOD

BUMPER

WOOD

BUMPER

C O

N C

W

ALL

C O

N C

W

ALL

BOX WITH

WATER VALVE

GRASS

GRASS

GRASS

EDGE OF EROSION BARRIER

SLOPE FAILURE

DUE TO EROSION

CONC.

BUMPER

CONC.

BUMPER

BOGUE SOUND

BOGUE SOUND

BOGUE SOUND

BOGUE SOUND

BOGUE SOUND

CONCSEAM

CONCSEAM

TD

TOP=2.78

BOTT=2.37

TD

TOP=2.64

BOTT=1.42

6"PVC

TD

TOP=3.67

BOTT=2.71

TOP=6.23

BOTT=4.84

INV OUT=4.86

GRAVEL

ED

G

E C O

N C

CONC.

WALL

CO

NC CUT

CONC BLOCK

EROSION BARRIER

CONC

WALL

ELEC HH

TOP=2.01

ELEC HH

TOP=1.94

ELEC HH

TOP=2.08

FLO

ATIN

G D

O C

K

FLO

ATIN

G

D O

C K

BOLLARDS

DRAIN

TOP=3.61

DRAIN

TOP=3.59

BOLLARDS

CONC

WALL

C O

N C

W

ALL

EN

D

N O

T FO

U

N D

(TO

O

D

EEP)

CONC

WALL

G R

ASS

WATER

GRASS

GRASS

WOOD

PILING

(typ.)

CONC

WALL

ELEC PANEL

120 VOLT

480 VOLT

STREET LIGHT

CONTROL

W

OOD B

OLL

AR

DS

CONNEC

TE

D W / R

OPE

CONC

CONC

CONC

BOAT

RAMP

W O

O D

D O

C K

8"PVC

6"PVC

6"PVC

CONC

DOCK

CONC

DOCK

ASPHALT

ASPHALT

CONC.

WALL

BOAT SLIP

SSMH

TOP=4.35

BOTT=2.13

INV IN (N)=2.43

INV IN (NE)=2.40

INV IN (E)=1.77

INV OUT (S)=1.70

10"PVC

STMH

TOP=3.31'

BOTT=-0.69'

INV OUT=-0.19'

ACCESS COVER

TOP=8.04

6" D

IP

6" D

IP

6" D

IP

4"DIP

6"

PV

C 6"

PV

C

SSMH

TOP=3.30

BOTT=1.77

INV IN (N)=1.34

INV OUT (S)=1.17

6"PVC

6"PVC

SSMH

TOP=4.37

BOTT=1.48

INV IN (E)=2.51

INV IN (SE)=3.18

INV OUT (N)=0.95

SSMH

TOP=3.42

BOTT=0.06

INV IN (N)=-0.53

INV IN (W)=-0.44

INV OUT=-0.53

8"PVC

8"PVC

SSMH

TOP=3.36

BOTT=-0.54

INV IN=-0.96

INV OUT=-1.10

METAL/CONC

BOLLARDS

SSMH

TOP=7.14

BOTT=-2.39

WOOD

PILING

BOLLARD

METAL/CONC

BOLLARDS

METAL PILING

W/ CAGE

SS

WOOD PILING

(typ.)

WOOD PILING

(typ.)

1 STORY

ROCK/CEMENT

BLDG.

(13' x 21')

1 STORY

ROCK/CEMENT BLDG

(10' x 12')

72" CHLK

1 STORY

WOOD BLDG

(20' x 20')

ASPHALT

72" CHLK

GATE

1 STORY

WOOD BLDG

(26' x 20')

1 STORY

WOOD BLDG

(25' x 20')

ELEC HH

TOP=6.81

72" CHLK

36" CHLK

84" CHLK

3SBW

84" CHLK

3SBW

WOOD WALL

WOOD

BULKHEAD

USCG

SIGN

METAL

BOLLARD

METAL

BOLLARD

RIPRAP

RIPRAP

RIPRAP

CO

RR

UG

AT

ED

M

ET

AL

JE

TT

Y

CORRUGATED

METAL JETTY

CORRUGATED

METAL JETTY

U/G ELEC.

TO DOCK

CONC

RAMP

WOOD DOLPHIN

(PILINGS)

ACCESS COVER

TOP=7.98'

ACCESS COVER

GRASS

ELEC. PANEL

ELEC. BOX

3 PHASE

OUTLET

ACCESS COVER

TOP=8.07

WATER

HOOKUP

CONCCONC

CONC

RAMP

CONC.

WALL

ACCESS COVER

TOP=6.39

ACCESS COVER

TOP=5.99

FH

WOOD BOLLARDS

CONNECTED W/ ROPE

ELEC. PANEL METAL

BOX

TRENCH

DRAIN

FUEL CONTAINMENT AREA

WATER

LINE SEWER

PUMP

CONC.

WALL

WOOD PILING

(typ.)

WOOD

PILING

POWER MODULE

ELEC. INTERLOCK

ON CONC. PAD

WOOD

PILING

ACCESS COVER

TOP=2.85

ACCESS COVER

TOP=2.96

ACCESS COVER

NO ACCESS

TOP=2.92

ELEC PANEL

SAN. SEWER

ACCESS COVER

TOP= 4.53

BOTT= 1.43

VENT PIPE

WOOD RAIL

CONC.

FOC SIGN

ELEC. MANHOLE

TOP=6.36

BOTT=1.82

C O

N C

CONC SW

STEPS

AC

LB

EMER. PUMP

SHUTOFF

TELEPHONE

CONC. WALL

METAL POST

W/ LIFE

PRESERVER

ACCESS

COVER

TOP=3.60

DIESEL

PUMP

GAS PUMP

BOX

ELEC LINE

(PVC)

ELEC LINE

(PVC)

WOOD

DECK

ELEC. JB

TRANS

#ND640

ELEC PANEL

TD

TOP=3.64

BOTT=2.64

INV=2.68

GAS LINE

DIESEL LINE

1000 GALLON

DIESEL TANK

500 GALLON GAS

TANK

TRENCH

DRAIN

TOP=5.85

BOTT=5.10

ACCESS LID

UNKNOWN UTILITY

TOP=3.64

ACCESS PANEL

NO ACCESS

TOP=3.17

2" METAL

PIPES

ELEC

PANEL

& BOX

SEWER

PUMP

TOP=3.96

ELEC

BOX

ELEC.

PANEL

CONC. WALL

BREAK IN

CONC WALL

CONC.

BUMPER

CONC.

BUMPER

500 GALLON

WASTE OIL TANK

CONC

CONC

CONC.

BUMPER

36" STEEL

R

AILIN

G

1 STORY BRICK

BUILDING

BLDG #16740

ELEC. LINE

(HANGING

UNDER DECK)

CONC. PILINGS

METAL

RAMP

CONC. PILINGS

CONC. PILINGS

CONC. PILINGS

CONC. PILINGS

CONC. PILINGS

WOOD DOLPHIN

(PILINGS)

ELEC HH

TOP=2.08

ELEC. LINE

(HANGING

UNDER DECK)

ELEC

BOX

FLO

ATIN

G

D O

C K

WOOD DOLPHIN

(PILINGS)

ELEC HH

TOP=2.06

ELEC

BOX

M

ETAL R

AM

P

16" FIBERGLASS

PILING

16"

FIBERGLASS

PILING

ELEC

BOX

ELEC

SHUTOFF

CONC

RAMP

42" STEEL

RAILING

ACCESS PANEL

BOLTED SHUT

TOP=3.73

WOOD

BUMPER

CONC

WALL

WOOD

DECK

WOOD DOLPHIN

(PILINGS)

CONC

CONC

U/G ELEC

ELEC JUNCTION BOX

C O

N C

C U

T

CONC C

UT

WOOD

PILING

(typ.)

WATER SERVICE

AIR VALVE

AIR LINE

SEWER

PUMP

FLO

ATIN

G D

O C

K

ELEC PANEL

ON CONC PADS

CONC

PADS

CONC

GRAVEL

GRAVEL

ELEC. PANEL

LIFT STATION

BLDG# 67648

FIBERGLASS BLDG

ON CONC PAD

RIPRAP

GRAVEL

CONC WALL

CONC BLOCK

EROSION BARRIER

FH

LP

WVFH

WVWV

ELEC HH

TOP=7.03'

ELEC ACCESS

TOP=4.30'

ELEC HH

TOP=3.79'

WM

LP

CLEAT

CLEAT

CLEAT

CLEAT

CLEAT

DRAIN

TOP=8.05'

LP

LP

WV

FH

EO

EO

LP

ELEC JB

ELEC JB

#NJ0006

WM FH

ELEC HH

TOP=3.59'

WV

CLEAT

CLEAT

CLEAT

WV

WV

WVWV

WV

FH

ELEC JB (#NJ0005)

TOP=4.86'

LP

CLEAT

LP

WM

WM

FLAG

BOL

WM

WATER LINE

WV

TMH

TOP=3.91'

LP

WV

FH

LP

EM

TBM #2060

"X" ON BONNET

BOLT OF FH

N=353609

E=2696881

EL=7.76

TBM #2061

"X" ON BONNET

BOLT OF FH

N=353432

E=2697140

EL=8.78

TBM #2062

"X" ON BONNET

BOLT OF FH

N=352555

E=2697171

EL=6.80

TBM #50

"X" ON BONNET

BOLT OF FH

N=352920 E=2696691

EL=7.33

CONTROL POINT #2064

37_SMILAX_A

N=353054.55 E=2696936.32

EL=3.70

CONTROL POINT #2065

37_SMILAX_B

N=353132.31 E=2696915.07

EL=3.70

CONTROL POINT #2066

PKS

N=353338.03 E=2696832.31

EL=2.93

CONTROL POINT #2067

RBC

N=353582.41 E=2696814.50

EL=4.98

CONTROL POINT #2068

RBC

N=353777.69 E=2697089.28

EL=7.04

CONTROL POINT #2069

RBC

N=353440.22 E=2697140.02

EL=6.62

CONTROL POINT #2070

RBC

N=353056.05 E=2697191.35

EL=4.84

CONTROL POINT #2071

RBC

N=352839.43 E=2697005.10

EL=5.42

CONTROL POINT #2072

RBC

N=352657.89 E=2697213.24

EL=4.39

CONTROL POINT #2073

RBC

N=352709.19 E=2696752.66

EL=4.96

CONTROL POINT #2074

PKS

N=353012.72 E=2696729.09

EL=3.64

CONTROL POINT #2075

RBC

N=353073.82 E=2696524.03

EL=8.20

CONTROL POINT #2076

NO 2 1973

PID: AC7535

N=353737.09 E=2696975.78

EL=6.20

CONTROL POINT #2077

MACO_A 1995

PID: AB6833

N=353135.79 E=2696256.96

EL=8.26

AT

ELEC PANEL (TYP.)

AT

AT

84" CHLK 3SBW

84" CHLK 3SBW

84" CHLK 3SBW

84" CHLK 3SBW

84" CHLK

3SBW

84" CHLK 3SBW

84" CHLK 3SBW

84" CHLK 3SBW

84" CHLK 3SBW

84" CHLK 3SBW

W D

D

EC

K

CONC PORCH

84" CHLK 3SBW

1-STORY

BLOCK BLDG

(#16759)

CONC

CONC

CONC

CONC

CONC

CONC

CONC

72" VINYL

(2 PROPANE

TANKS INSIDE FENCE)

PVMT CUT

P V

M T C

U T

PVM

T C

U T

P V

M T C

U T

PVMT

CUT

PVMT CUT

PV

M

T

CU

T

CONC

GRAVEL

GRAVEL

GRAVEL

GRAVEL

GRAVEL

GRAVEL

GRAVEL

C O

N C

S/W

C O

N C

S /W

C O

N C

S /W

CONC S/W

C O

N C

S /W

C O

N C

S /W

CONC S/W

PVMT CUT

SERVICE LINE

PVMT CUT

PVMT CUT

PVMT CUT

4" PVC

6" D

IP

6" DIP

SSMH

TOP=3.65'

BOTT=-0.71'

INV.IN=-1.12' (N)

INV.IN=-0.73' (E)

INV.IN=-1.08' (NW)

INV.OUT=-1.05' (S)

END

UKN

6" DIP

6" DIP

6" D

IP

6" D

IP

SSMH

TOP=7.92

(MANHOLE BOLTED DOWN-

INACCESSIBLE)

6"PVC SS

6" PVC

6" VCP

END UNKNOWN

(POSSIBLE SERVICE LINE)

8" PVC

8" PVC

10" PVC

6" PVC

6" P

VC

10" PVC

10" PVC

PO

SSIBLE

CO

NNECTIO

N

SS PLANS SHOW SECOND PIPE

(COULD NOT FIND)

DI

TOP=3.54'

BOTT=-0.41'

INV.IN=UKN (NW)

INV.IN=-0.25' (S)

INV.IN=-0.31' (SE)

INV.OUT=UKN (SW)

(BOX FULL OF WATER)

" R

C P

(2

10" VC

P

12" PVC

UKN PIPE SIZESD

SDSD

" P

V C

6" PVC

S S

10" PVC

END UKN

8" PVC

DI

TOP=3.53'

P V

M T C

U T

LS

B

O R

D E

R

STEPS

BRICK COLUMN

C O

N C

R A

M P

UKN ACCESS COVER

TOP=4.56'

GUARD HOUSE

W/ CANOPY

BLOCK

COLUMN

WD BORDER

S

PVM

T C

U T

PVM

T C

U T

P V

M T C

U T

P V

M T C

U T

P V

M T C

U T

P V

M T C

U T

USCG

WD S

BLOCK

COLUMN

BOL (4)

UKN ACCESS COVER

TOP=4.21'

CONC CURBING

CONC STEPS

AC

MOTION

DETECTOR POSTS

WD BORDER

USCG

SIGN

HOURS OF

OPERATION SIGN

C/L WALKING

TRAIL

C/L WALKING TRAIL

PARKING BORDER(TEL POLES ON GROUND)

GATE

1-STORY

CONC BLDG

CONC BLOCK

EROSION BARRIER

SO

IL PATH

GATE

" C

HLK

" C

HLK

C O

N C

W

ALL

GRT

TO

P=

.0 4'

GRT

TOP=11.17'

GRT

TO

P=

.1 9'

GRT

TO

P=

.2

0'

GRT

TO

P=

.2

4'

GRT

TO

P=

.0

6'

GRT

TO

P=

.0

7'

GRT

TO

P=

.0 7'

GRT

TO

P=

.0 9'

GRT

TO

P=

.0 5'

GRT

TO

P=

.0

8'

GRT

TO

P=

.0

4'

SOLID WASTE

SIFTER BOX

GRT

TOP=11.07'

GRT

TO

P=

.0 6'

GRT

TO

P=

.0

8'

GRT

TO

P=

.1

0'

GRT

TOP=11.04'

GRT

TO

P=

.0

2'

FIBERGLASS BLDG

(CHEMICAL STORAGE)

36" STEEL

RAILING

CONC STEPS

ROPE FENCE

WITH 4"x4"

POSTS

ROPE FENCE

WITH 4"x4"

POSTS

LEACH FIELD

LEACH FIELD

ELEC PANEL

MOUNTED ON

WOOD PANEL

ELEC PANEL

MOUNTED ON

WOOD PANEL

18" R

CP

POSTS (4"x4")

84" CHLK 3SBW

WD

SHED WD

SHED

W D

S H

ED

5)

W D

S H

ED

7)

SOIL PATH

GAZEBO

84" CHLK 3SBW

M

TL

C

AN

O

PY

72" V

IN

Y L

PR

IVAC

Y

FEN

C E

2 ELEC PANELS

MOUNTED ON

WOOD PANEL

42" STEEL

RAILING

CONC STEPS

CONC PORCH

CONC STEPS

C O

N C

S /W

1-STORY

BRK BLDG

1-STORY

BRICK BLDG

(#16750)

CONC LANDING

CONC STEPS

72" PRIVACY

FUEL TANK

PVMT CUT

POND

MTL BLDG

(CORROSIVE

STORAGE)LS TIMBER

WD DECK

LS TIMBER

FIBERGLASS BLDG

LIFT STATION

(#16748)

CANOPY

CONC PORCH

CONC RAMP

2-STORY

MTL BLDG

(#49763)

PARKING STOP

C O

N C

S/W

DUM

PSTER PAD

PARKING

STO

P

PARKING

STO

P

CONC S/W

1-STORY

BRICK BLDG

(#16741)

1-STORY BRICK BLDG

COAST GUARD EXCHANGE

(#16742)

CONC STEPS

CONC PORCH

36" STEEL

RAILING

BRK

WALL

CONC

RAMP

BRK

WALL

CONC S/W

LS BORDER

CONC S/W

LS TIMBER

LS TIMBER

USCG (#70093)

TOWER

5' WD

WALL

LS TIMBER

BRICK WALL

CONC STEPS

CANOPY

CONC

PVM

T C

U T

LS TIMBER

C O

N C

S/W

CONC S/W

C O

N C

S/W

CONC S/W

C O

N C

S/W

P V

M T C

U T

PVM

T C

U T

ALUMINUM STEPS

ALUMINUM STEPS

RAISED ALUMINUM DECK

W/MTL CANOPY

MTL TRAILER

W D

R

AM

P

BLOCK WALL

BLOCK WALL

CONC

CONC

LP TANK

1-STORY

MTL BLDG

5 ELEC PANELS

MOUNTED ON

WOOD PANELING

RIP RAP

RIP RAP

1-STORY

CEMENT

BLDG

36" STEEL

RAILINGCONC

STEPS

CONC LANDING

CONC

CONC WALL

1-STORY

CEMENT BLDG

(#67652)

GRAVEL

36" STEEL RAILING

36" STEEL RAILING

CONC RAMP

1-STORY

BLOCK BLDG

(HAZMAT)

DRYING RACK

FOR BUOYS

84" CHLK

G A

TE

84" C H

LK

G

A

TE

84" C H

LK

CONC STEPS

36" STEEL

RAILING

36" STEEL

RAILING

CONC RAMP

120" CHLK

120" C H

LK

120" C H

LK

48" C

H

LK

48" C H

LK

48" C

H

LK

120" C H

LK

120" CHLK

120" C H

LK

48" C

H

LK

LS BORDER

1-STORY

MTL BLDG

CONC

STORAGE SHELTER

(#67663)

1-STORY

MTL BLDG (GYM)

(#16754)

CONC

STEPS

CONC STEPS

PULL-UP

BARS

LS TIMBER

LS TIMBER

LS TIMBER

VOLLEYBALL

AREA

LS ROCK

LS TIM

BER

LS TIMBER

2-STORY

BRICK BLDG

(#16751)

MTL POLE

RUNNING

THROUGH POSTS

7 ELEC PANELS

MOUNTED ON

WOOD PANELING

1-STORY

MTL BLDG

1-STORY

FRAMED BLDG

(#16743)

3 ELEC PANELS

MOUNTED ON

WOOD PANELING

SHED

SHED

ASPHALT

1-STORY

FRAMED BLDG

(#16758)

1-STORY

FRAMED BLDG

(#16761)

1-STORY

CEMENT BLDG

(#67658)

1-STORY

CEMENT BLDG

(#67659)

CONC

SW

CONC

SW

CONC SW

C O

N C

W

ALL

C O

N C

W

ALL

CONC

STEPS

WD STEPS

36" STEEL RAILING

CONC STEPS

CONC

PORCH

CONC

RAMP

2-STORY

CONC BLDG

(#16746)

1-STORY

BLOCK BLDG

(#16755)

1-STORY

FRAMED BLDG

(#16753)

1-STORY

BLOCK BLDG

(NO #)

36" STEEL

RAILING

CONC

PORCH

CONC

STEPS

CONC

STEPS

36" STEEL RAILINGCONC STEPS

POWER MOD

INTERLOCK

C O

N C

W

ALL

C O

N C

W

ALL

C O

N C

W

ALL

CONC WALL

CONC

GRAVEL

2-STORY

BLOCK BLDG

(#16744)

DI

TOP=5.86'

(STR FULL

OF GRAVEL)

DI

TOP=5.25'

(STR FULL

OF GRAVEL)

DI

TOP=5.21'

(STR FULL

OF GRAVEL)

DI

TOP=5.18'

(STR FULL

OF GRAVEL)

C O

N C

WOOD SHED

6" CONC WALL

BOAT TIE CONC

CO

CO

WD

CANOPY

(OUTDOOR

GRILLING)

TENNIS

COURT

ASPHALT

CONC

CONC

ICV

ICV

ICV

EO

EO

EO

FAUCET

EO

FAUCETEO

EO

EO

EO

FAUCET

SS

A

CCES

S

TO

P=

.1

1'

(IN

AC

CES

SI

BL

E, L

OCKE

D)

SS ACCESS

TOP=11.13'

(INACCESSIBLE, LOCKED)

SS ACCESS

TOP=11.04'

(INACCESSIBLE, LOCKED)

SS ACCESS COVER

TOP=8.17'

BOTT=2.13'

POST

LP

INV.=-0.49'

12" DIP

(CAPPED)

ELEC MH

TOP=5.35'

ELEC MH

TOP=5.35'

LP

GAS LINE

PIV

ELEC MH

TOP=4.16'

BOTT=1.23'

ELEC MH

TOP=3.20'

BOTT=-1.00'

ELEC MH

TOP=4.05'

BOTT=-1.70'

ELEC MH

TOP=3.82'

BOTT=-1.28'

GAS LINE

ELEC MH

TOP=3.96'

BOTT=-4.09'

FH

WM

LP

LP

ELEC MH

TOP=4.38'

LP

WATER VAULT

TOP=5.37'

BOX BOTTOM=-0.43'

WV

WV ELEC JB

LP

FH

LP

LP

TMH

TOP=4.17'

PP

GUY

PP TPED

WATER VAULT (LOCKED)

TOP=8.38'

FH

WV

WV

FOC MARKER

MAILBOX

FH

ELEC TRANS

PPT

PP

GUY

CATV

TPED

PP (NJ003)

LP

ELEC TRANS (NJ002)

YL TMH

TOP=7.15'

BOTT=1.75'

ELEC MH

TOP=3.49'

(LID BOLTED SHUT)

ELEC MH

TOP=5.25'

BOTT=0.24'

WV

FH

POST (4"x4")

LP

PARKING

RESERVATION

SIGN

WD POST

WD POST

WD POST

WD POST

SS VALVE

SS HH

TOP=8.52'

10" POST

FH

WV

PARKING RESERVATION

SIGN POST

PARKING RESERVATION

SIGN POST

PARKING RESERVATION

SIGN POST

PARKING RESERVATION

SIGN POST

PARKING RESERVATION

SIGN POST

PARKING RESERVATION

SIGN POST

ELEC TRANS

(#128999)

WM

WV

WV

WV

POST (4"x4")

10" WD POST

BOL

BOL

BOL

BOL

BOL

LP

WM

ELEC MH

TOP=4.71'

BOTT=1.78'

POST

WV

FH

STMH

TOP=3.79'

BOTT=-0.85'

(INVERTS

INACCESSIBLE)

WV

LP

POST

POST

POST

WM

WV

FH

TMH

TOP=5.27'

BOTT=-0.23

TPED

ELEC JB

LP

LP

CATV

WM

WM

TMH

TOP=5.70'

BOTT=-0.47'

WV

WM

POST

ELEC ACCESS COVER

TOP=4.94'

WV

ELEC HH

TOP=4.97'

AC

AC

REGULATOR

SS ACESS LID

TOP=4.60'

LP

PIV

FH

LP

LP

TMH

TOP=5.13'

BOTT=2.12'

AC

BASKETBALL GOAL

BASKETBALL GOAL

TENNIS NET POST

TENNIS NET

POST

LP

FH

WM

WD POST

WD POST

WV

BOL

BOL

WM

FH

LP

TBM

PAINTED "X" ON CONC

N=352824 E=2696881

EL=3.65'

VOLLEYBALL NET POST

VOLLEYBALL NET POST

BOL BOL

AC

POST

POST

POST

POST

ELEC HH

TOP=6.09'

ELEC MH

TOP=6.28'

BOTT=1.15'

AC ACELEC MH

TOP=6.12'

BOTT=1.62'

ELEC TRANS

(NJ004)

WV

LP

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

TBM

PAINTED "X" ON CONC

N=353316 E=2696933

EL=3.39'

LP

POST

POST

ELEC

ACCESS COVER

TOP=3.77'

WV

WATER HOOK UP

SS PUMP

BOAT TIE

CLEAT (50 TON)

CLEAT (50 TON)

BOAT TIE

CLEAT

CLEAT

LP

WM

BOL

BOL

PAINTED "X" IN CONC

ELEC ACCESS COVER

TOP=3.41'

BOL

BOL

BOL

BOL

BOL

BOL

ELEC

ACCESS COVER

TOP=3.10'

WV

BOAT TIE

WATER LINE

HOOKUP

BOL

BOL

SS PUMP

BOAT TIE

CLEAT

CLEAT

10" PVC

INV.=-0.12'

BOAT

TIE

CLEAT

CLEAT

CLEAT

CLEAT

CLEAT

CLEAT

CLEAT

ELEC HH

TOP=4.77'

ELEC HH

TOP=6.14'

LP

LP

BOAT TIE

WM

CATV

ELEC TRANS

ON CONC PAD

(1CKN51)

LP

LP

TMH

TOP=6.80'

BOTT=0.80'

CO

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

LP

CLEAT

CLEAT

CLEAT

CLEAT

CLEAT

CLEAT

10" POST

CLEAT

CLEAT

CLEAT

CLEAT

CLEAT

DI

TOP=3.06'

BOTT=1.45'

INV.OUT=1.51' (NE) 1-STORY

BRICK BLDG

(#16750)

FIBERGLASS BLDG. ON

CONC. PAD WET PIT FOR

SAN. SEWER #67647

A Joint Venture

N

100'-0" 0'-0'' 100'-0" 200'-0"

SCALE: 1''=100'

NOTES:

1. SHEETS G-100 THROUGH G-104 ARE BASED ON A TOPOGRAPHIC SURVEY PERFORMED BY:

JOYNER KEENY, PLLC

FIRM LICENSE NO. P-0551

1051 NORTH WINSTEAD AVENUE

BOX 7533

ROCKY MOUNT, NORTH CAROLINA 27804

252-977-3124 (OFFICE)

252-985-6026 (FAX)

2. SURVEYOR OF RECORD INFORMATION:

STEPHEN R. WOLFE

NC PLS NO. L-3259

SURVEY SIGNED AND DATED MAY 1, 202 WITH THE FOLLOWING CERTIFICATIONS:

I, STEPHEN R. WOLFE, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT AND

RESPONSIBLE CHARGE FROM AN ACTUAL FIELD SURVEY MADE UNDER MY SUPERVISION; THAT THE

FIELD SURVEY WAS COMPLETED ON 07APR2020; THAT THE HORIZONTAL POSITIONS WERE

OBTAINED BY CONVENTIONAL TRAVERSING METHODS IN NAD83/2011 DATUM; THAT THE VERTICAL

ELEVATIONS WERE OBTAINED BY DIFFERENTIAL LEVELING METHODS IN NAVD1988 DATUM;

WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER AND SEAL.

3. HORIZONTAL CONTROL: THE HORIZONTAL POSITIONS FOR THIS PROJECT ARE BASED UPON THE

NORTH CAROLINA GRID COORDINATE SYSTEM (NAD83/2011) HOLDING THE EXISTING NGS

MONUMENT STAMPED "MACO A 1995" (PID AB6833) WITH PUBLISHED COORDINATES OF NORTH = 353,135.79, EAST = 2,696,256.96 IN U.S. SURVEY FEET. COORDINATES SHOWN ARE "LOCALIZED"

COORDINATES HOLDING THE PUBLISHED COORDINATES OF THIS MONUMENT AND USING THE

AVERAGE COMBINED FACTOR OF 0.99992447 (GROUND TO GRID). EQUIPMENT USED FOR THE

HORIZONTAL TRAVERSE WAS A TRIMBLE S9HP ROBOTIC TOTAL STATION WITH TRIMBLE TSC3 DATA

COLLECTOR USING TRIMBLE ACCESS SOFTWARE.

4. VERTICAL CONTROL: ALL ELEVATIONS ARE BASED THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) FROM NGS SURVEY MONUMENT STAMPED "MACO A 1995" (PID AB6833) WITH PUBLISHED ELEVATION OF 8.264 FEET. A CLOSED DIFFERENTIAL LEVEL LINE WAS PERFORMED THROUGH ALL

CONTROL POINTS USED IN THIS SURVEY, WHICH MEETS OR EXCEEDS THIRD (3RD) ACCURACY

STANDARDS.

5. THE LOCATION OF UNDERGROUND UTILITIES IS BASED UPON THE FIELD SURVEYS OF ABOVE

GROUND FEATURES. THE SURVEYOR DOES NOT GUARANTEE THAT ALL UNDERGROUND

STRUCTURES SUCH AS UTILITIES, TANKS, PIPES, ETC. ARE LOCATED HERE0N, EITHER IN SERVICE

OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND

UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, IF MARKED BY OTHERS. NO

EXCAVATIONS WERE MADE DURING THIS SURVEY TO LOCATE ANY BURIED UTILITIES OR

STRUCTURES. UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS AND ARE BASED

ON ABOVE GROUND FEATURES, PHYSICAL EVIDENCE, PAINT· MARKINGS, AND BASE UTILITY PLANS.

6. LOCATION OF UNDERGROUND UTILITIES SHOULD BE FIELD VERIFIED BY CONTACTING THE

NC ONE CALL CENTER AT 1-800-632-4949 OR THE BASE FACILITIES MAINTENANCE AT 252-240-8494.

NO DETERMINATION HAS BEEN MADE BY THE SURVEYOR AS TO THE FOLLOWING:

A. 100-YEAR FLOOD LIMITS

B. UNDERGROUND STORAGE FACILITIES

C. GRAVES, CEMETERlES, OR BURIAL GROUNDS

D. HAZARDOUS WASTE

E. WETLAND AREAS

7. THIS PROPERTY IS SHOWN ON FEMA NORTH CAROLINA FLOOD INSURANCE RATE MAP NUMBER

3720639500J, PANEL EFFECTIVE DATE: 7/16/2003 AND IS LOCATED IN FLOOD ZONE "AE" (EL 7).

SEE SHEET G-101

SEE SHEET G-102

SEE SHEET G-104

SEE SHEET G-103

A1 G-100

OVERALL TOPOGRAPHIC SURVEY PLAN

SCALE: 1"=100'

(-1)

(-2)

(-2)

(-1

3 2

(-1(

(-2))

ELEC PANEL

FENCED IN LOCKED

AREA WITH 2

STORAGE

CONTAINERS

U E

U E

U E

EDGE OF EROSION BARRIER

EDGE OF EROSION BARRIER

SLOPE FAILURE

DUE TO EROSION

BOGUE SOUND

CONC BLOCK

EROSION BARRIER

WATER

GRASS

GRASS

CONC

WALL

SSMH

TOP=7.14

BOTT=-2.39

METAL PILING

W/ CAGE

VENT PIPE

ELEC LINE

(PVC)

ELEC LINE

(PVC)

O

CONC

PADS

CONC

ELEC. PANEL

LIFT STATION

BLDG# 67648

FIBERGLASS BLDG

ON CONC PAD

RIPRAP

GRAVEL

CONC WALL

CONC BLOCK

EROSION BARRIER

LP

EM

CONTROL POINT #2075

RBC

N=353073.82 E=2696524.03

EL=8.20

CONTROL POINT #2077

MACO_A 1995

PID: AB6833

N=353135.79 E=2696256.96

EL=8.26

84" CHLK 3SBW

84" CHLK 3SBW

GRAVEL

CONC BLOCK

EROSION BARRIER

SO

IL PATH

GATE

" C

HLK

" C

HLK

C O

N C

W

ALL

ICV

ICV

ICV

A Joint Venture

20'-0" 0'-0'' 20'-0" 40'-0"

SCALE: 1''=20'

N

A1 G-100

TOPOGRAPHIC SURVEY PLAN

SCALE: 1"=20'

UKN ACCESS COVER

(NO ACCESS)

TOP=5.74'

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

TOP=3.83'

BOTT=-1.91'

INV.IN=-2.43' (N)

INV.IN=-2.31' (SW)

INV.IN=2.02' (SE)

INV.OUT=-2.37' (S)

UKN ACCESS COVER

(NO ACCESS)

TOP=6.27'

UKN ACCESS CO

VER

(NO

ACCESS)

TO

P=4.19'

5.93

6.00

5.96

SS

SS

SS

AC

AC

AC

WEAPONS CLEARING

STATION

PARKING BORDER

(TEL POLE ON GROUND)

P V

M T C

U T

GRAVEL

GRAVEL

GRAVEL

M

TL

R

AM

P

42" STEEL

RAILING

42" STEEL

RAILING

42" STEEL RAILING

WOOD WALK

WATER

PIV

WD POSTS

BOL

U E

U E

U E

4"x4"

POSTS (4)

10" PO

ST

10" POSTS

BOL

C O

N C

W

ALL

C O

N C

W

ALL

BOX WITH

WATER VALVE

GRASS

GRASS

GRASS

CONC.

BUMPER

CONC.

BUMPER

6"PVC

TD

TOP=3.67

BOTT=2.71

TOP=6.23

BOTT=4.84

INV OUT=4.86

CONC BLOCK

EROSION BARRIER

CONC

WALL

ELEC HH

TOP=2.01

ELEC HH

TOP=1.94

ELEC HH

TOP=2.08

FLO

ATIN

G D

O C

K

FLO

ATIN

G

D O

C K

BOLLARDS

DRAIN

TOP=3.61

DRAIN

TOP=3.59

BOLLARDS

CONC

WALL

C O

N C

W

ALL

EN

D

N O

T FO

U

N D

(TO

O

D

EEP)

CONC

WALL

G R

ASS

WATER

GRASS

WOOD

PILING

(typ.)

CONC

WALL

ELEC PANEL

120 VOLT

480 VOLT

STREET LIGHT

CONTROL

CONC

BOAT

RAMP

W O

O D

D O

C K

8"PVC

SS

SS

6"PVC

6"PVC

SSMH

TOP=4.37

BOTT=1.48

INV IN (E)=2.51

INV IN (SE)=3.18

INV OUT (N)=0.95

SSMH

TOP=3.42

BOTT=0.06

INV IN (N)=-0.53

INV IN (W)=-0.44

INV OUT=-0.53

8"PVC

8"PVC

SSMH

TOP=3.36

BOTT=-0.54

INV IN=-0.96

INV OUT=-1.10

METAL/CONC

BOLLARDS

SSMH

TOP=7.14

BOTT=-2.39

WOOD

PILING

BOLLARD

METAL/CONC

BOLLARDS

METAL PILING

W/ CAGE

SS

ELEC PANEL

SAN. SEWER

ACCESS COVER

TOP= 4.53

BOTT= 1.43

VENT PIPE

WOOD RAIL

CONC.

FOC SIGN

ELEC. MANHOLE

TOP=6.36

BOTT=1.82

C O

N C

CONC SW

STEPS

AC

LB

EMER. PUMP

SHUTOFF

TELEPHONE

CONC. WALL

METAL POST

W/ LIFE

PRESERVER

ACCESS

COVER

TOP=3.60

DIESEL

PUMP

GAS PUMP

BOX

ELEC LINE

(PVC)

ELEC LINE

(PVC)

WOOD

DECK

ELEC. JB

TRANS

#ND640

ELEC PANEL

TD

TOP=3.64

BOTT=2.64

INV=2.68

GAS LINE

DIESEL LINE

1000 GALLON

DIESEL TANK

500 GALLON GAS

TANK

TRENCH

DRAIN

TOP=5.85

BOTT=5.10

ACCESS LID

UNKNOWN UTILITY

TOP=3.64

ACCESS PANEL

NO ACCESS

TOP=3.17

2" METAL

PIPES

ELEC

PANEL

& BOX

SEWER

PUMP

TOP=3.96

ELEC

BOX

ELEC.

PANEL

CONC. WALL

BREAK IN

CONC WALL

CONC.

BUMPER

CONC.

BUMPER

500 GALLON

WASTE OIL TANK

CONC

CONC

CONC.

BUMPER

36" STEEL

R

AILIN

G

1 STORY BRICK

BUILDING

ELEC. LINE

(HANGING

UNDER DECK)

CONC. PILINGS

METAL

RAMP

CONC. PILINGS

CONC. PILINGS

CONC. PILINGS

CONC. PILINGS

CONC. PILINGS

WOOD DOLPHIN

(PILINGS)

ELEC HH

TOP=2.08

ELEC. LINE

(HANGING

UNDER DECK)

ELEC

BOX

FLO

ATIN

G

D O

C K

WOOD DOLPHIN

(PILINGS)

ELEC HH

TOP=2.06

ELEC

BOX

M

ETAL R

AM

P

16" FIBERGLASS

PILING

16"

FIBERGLASS

PILING

ELEC

BOX

ELEC

SHUTOFF

CONC

RAMP

42" STEEL

RAILING

ACCESS PANEL

BOLTED SHUT

TOP=3.73

WOOD

BUMPER

CONC

WALL

WOOD

DECK

WOOD DOLPHIN

(PILINGS)

CONC

CONC

U/G ELEC

ELEC JUNCTION BOX

C O

N C

C U

T

CONC C

UT

WOOD

PILING

(typ.)

WATER SERVICE

AIR VALVE

AIR LINE

SEWER

PUMP

FLO

ATIN

G D

O C

K

ELEC PANEL

ON CONC PADS

CONC

PADS

CONC

GRAVEL

GRAVEL

ELEC. PANEL

FT STATION

LDG# 67648

SS BLDG

ONC PAD

RIPRAP

GRAVEL

CONC WALL

U E

U

EU

E

U E

FH

CLEAT

LP

WM

WM

FLAG

BOL

WM

WATER LINE

WV

TMH

TOP=3 91'

LP

WV

FH

LP

EM

TBM #50

"X" ON BONNET

BOLT OF FH

N=352920 E=2696691

EL=7.33

CONTROL POINT #2064

37_SMILAX_A

N=353054.55 E=2696936.32

EL=3.70

CONTROL POINT #2065

37_SMILAX_B

N=353132.31 E=2696915.07

EL=3.70

CONTROL POINT #2071

RBC

N=352839.43 E=2697005.10

EL=5.42

CONTROL POINT #2074

PKS

N=353012.72 E=2696729.09

EL=3.64 SS

P V

M T C

U T

T C U

T

GRAVEL

C O

N C

S/W

PVMT CUT

6" D

IP

SS

SS

SS

SS

SS

O N

C S/W

DUM

PSTER PAD

PARKING

STO

P

PARKING

STO

P

LS TIMBER

LS TIMBER5' WD

WALL

LS TIMBER

BRICK WALL

C O

N C

S/

ALUMINUM STEPS

ALUMINUM STEPS

RAISED ALUMINUM DECK

W/MTL CANOPY

MTL TRAILER

1-STORY

MTL BLDG

DRYING RACK

FOR BUOYS

84" CHLK

G A

TE

84" C H

LK

G

A

TE

84" C H

LK

CONC STEPS

36" STEEL

RAILING

36" STEEL

RAILING

CONC RAMP

120" CHLK

120" C H

LK

120" C H

LK

48" C

H

LK

48" C H

LK

48" C

H

LK

120" C H

LK

120" CHLK

120" C H

LK

48" C

H

LK

LS BORDER

1-STORY

MTL BLDG

CONC

STORAGE SHELTER

(#67663)

1-STORY

MTL BLDG (GYM)

(#16754)

CONC

STEPS

CONC STEPS

PULL-UP

BARS

LS TIMBER

LS TIMBER

LS TIMBER

VOLLEYBALL

AREA

LS ROCK

LS TIM

2-STORY

BRICK BLDG

(#16751)

MTL POLE

RUNNING

THROUGH POSTS

7 ELEC PANELS

MOUNTED ON

WOOD PANELING

1-STORY

MTL BLDG

1-STORY

FRAMED BLDG

(#16743)

3 ELEC PANELS

MOUNTED ON

WOOD PANELING

SHED

SHED1-STORY

CEMENT BLDG

(#67658)

1-STORY

CEMENT BLDG

(#67659)

CONC

SW

CONC

SW

C W

ALL

C O

N C

W

ALL

TENNIS

COURT

SS VALVE

10" POST

FH

WV

PARKING RESERVATION

SIGN POST

PARKING RESERVATION

SIGN POST

PARKING RESERVATION

SIGN POST

LP

AC

BASKETBALL GOAL

BASKETBALL GOAL

TENNIS NET POST

TENNIS NET

POST

LP

FH

WM

WD POST

WD POS

WV

BOL

BOL

WM

FH

LP

TBM

PAINTED "X" ON CONC

N=352824 E=2696881

EL=3.65'

VOLLEYBALL NET POST

VOLLEYBALL NET POST

BOL BOL

POST

POST

POST

POST

ELEC HH

TOP=6.09'

ELEC MH

TOP=6.28'

BOTT=1.15'

AC ACELEC MH

TOP=6.12'

BOTT=1.62'

ELEC TRANS

(NJ004)

WV

LP

POST

POST

ELEC

ACCESS COVER

TOP=3.77'

WV

WATER HOOK UP

SS PUMP

BOAT TIE

CLEAT (50 TON)

CLEAT (50 TON)

CLEAT

LP

CLEAT

CLEAT

CLEAT

CLEAT

CLEAT

CLEAT

0" POST

CLEAT

CLEAT

CLEAT

CLEAT

CLEAT

FIBERGLASS BLDG. ON

CONC. PAD WET PIT FOR

SAN. SEWER #67647

A Joint Venture

N

20'-0" 0'-0'' 20'-0" 40'-0"

SCALE: 1''=20'

A1 G-100

(-2

(-3

(-1

(-1)

(-2)

(-3)

CO

SSMH

TOP=6.23'

BOTT=3.29'

INV IN=3.11'

INV OUT=3.06'

SEWER

PUMP

TOP=7.00'

ASPHALT CURB

CONC SW

84" C H

LK 3SBW

GRASS

ED

G

E O F R

IPR

AP

EDGE OF RIPRAP

WOOD

BUMPER

WOOD

BUMPER

BOGUE SOUND

BOGUE SOUND

BOGUE SOUND

CONCSEAM

CONCSEAM

GRAVEL

W

OOD B

OLL

AR

DS

CONNEC

TE

D W / R

OPE

CONC

CONC

SS

CONC

DOCK

CONC

DOCK

ASPHALT

ASPHALT

ACCESS COVER

TOP=8.04

6" D

IP

6" D

IP

6" D

IP

4"DIP

SS

SS

SS

SS

SS

SS

SS

SS

SS

WOOD PILING

(typ.)

WOOD PILING

(typ.)

1 STORY

ROCK/CEMENT

BLDG.

(13' x 21')

1 STORY

ROCK/CEMENT BLDG

(10' x 12') 72" CHLK

1 STORY

WOOD BLDG

(20' x 20')

ASPHALT

72" CHLK

GATE

1 STORY

WOOD BLDG

(26' x 20')

1 STORY

WOOD BLDG

(25' x 20')

ELEC HH

TOP=6.81

72" CHLK

36" CHLK

84" CHLK

3SBW

84" CHLK

3SBW

WOOD WALL

WOOD

BULKHEAD

USCG

SIGN

METAL

BOLLARD

METAL

BOLLARD

RIPRAP

RIPRAP

RIPRAP

CO

RR

UG

AT

ED

M

ET

AL

JE

TT

Y

CORRUGATED

METAL JETTY

CORRUGATED

METAL JETTY

U/G ELEC.

TO DOCK

CONC

RAMP

WOOD DOLPHIN

(PILINGS)

ACCESS COVER

TOP=7.98'

ACCESS COVER

GRASS

ELEC. PANEL

ELEC. BOX

3 PHASE

OUTLET

ACCESS COVER

TOP=8.07

WATER

HOOKUP

CONC

RAMP

CONC.

WALL

ACCESS COVER

TOP=6.39

ACCESS COVER

TOP=5.99

FH

WOOD BOLLARDS

CONNECTED W/ ROPE

ELEC PANEL METAL

WOOD PILING

(typ.)

WVWV

ELEC HH

TOP=7.03'

LP

CLEAT

CLEAT

CLEAT

CLEAT

CLEAT

DRAIN

TOP=8.05'

LP

LP

WV

FH

ELEC JB

TBM #2060

"X" ON BONNET

BOLT OF FH

N=353609

E=2696881

EL=7.76

CONTROL POINT #2067

RBC

N=353582.41 E=2696814.50

EL=4.98

CONTROL POINT #2068

RBC

N=353777.69 E=2697089.28

EL=7.04

CONTROL POINT #2076

NO 2 1973

PID: AC7535

N=353737.09 E=2696975.78

EL=6.20

PVMT CUT

PV

M

T

CU

T

SS

SS

LP TANK

CONC

GRAVEL

DI

TOP=5.86'

(STR FULL

OF GRAVEL)

DI

TOP=5.25'

(STR FULL

OF GRAVEL)

DI

TOP=5.21'

(STR FULL

OF GRAVEL)

DI

TOP=5.18'

(STR FULL

OF GRAVEL)

C O

N C

6" CONC WALL

BOAT TIE CONC

CO

CO

ASPHALT

CONC

CONC

ELEC HH

TOP=6.14'

LP

LP

BOAT TIE

WM

CATV

ELEC TRANS

ON CONC PAD

(1CKN51)

LP

LP

TMH

TOP=6.80'

BOTT=0.80'

A Joint Venture

N

20'-0" 0'-0'' 20'-0" 40'-0"

SCALE: 1''=20'

A1 G-100

CO

SSMH

TOP=6.23'

BOTT=3.29'

INV IN=3.11'

INV OUT=3.06'

SEWER

PUMP

TOP=7.00'

ASPHALT CURB

CONC SW

84" C H

LK 3SBW

84" C H

LK 3SBW

ELECPANEL

GRASS

CONC

EDGE CONC

EDGE CONCBOAT TIE

BOLLARD

WOOD

BUMPER

BOGUE SOUND

BOGUE SOUND

CONCSEAM

TD

TOP=2.78

BOTT=2.37

TD

TOP=2.64

BOTT=1.42

GRAVEL

ED

G

E C O

N C

CONC.

WALL

CO

NC CUT

W

OOD B

OLL

AR

DS

CONNEC

TE

D W / R

OPE

CONC

CONC

6"PVC

6"PVC

SS

SS

CONC

DOCK

CONC

DOCK

ASPHALT

ASPHALT

CONC.

WALL

BOAT SLIP

SSMH

TOP=4.35

BOTT=2.13

INV IN (N)=2.43

INV IN (NE)=2.40

INV IN (E)=1.77

INV OUT (S)=1.70

10"PVC

6" D

IP

6" D

IP

6" D

IP

4"DIP

6"

PV

C 6"

PV

C

SSMH

TOP=3.30

BOTT=1.77

INV IN (N)=1.34

INV OUT (S)=1.17

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

S

WOOD PILING

(typ.)

1 STORY

ROCK/CEMENT

BLDG.

(13' x 21')

1 STORY

ROCK/CEMENT BLDG

(10' x 12') 72" CHLK

1 STORY

WOOD BLDG

(20' x 20')

ASPHALT

72" CHLK

GATE

1 STORY

WOOD BLDG

(26' x 20')

1 STORY

WOOD BLDG

(25' x 20')

ELEC HH

TOP=6.81

72" CHLK

36" CHLK

METAL

BOLLARD

U/G ELEC.

TO DOCK

CONC

RAMP

ACCESS COVER

GRASS

ELEC. PANEL

ELEC. BOX

3 PHASE

OUTLET

ACCESS COVER

TOP=8.07

WATER

HOOKUP

CONCCONC

CONC

RAMP

CONC.

WALL

ACCESS COVER

TOP=6.39

ACCESS COVER

TOP=5.99

FH

WOOD BOLLARDS

CONNECTED W/ ROPE

ELEC. PANEL METAL

BOX

TRENCH

DRAIN

FUEL CONTAINMENT AREA

WATER

LINE SEWER

PUMP

CONC.

WALL

WOOD PILING

(typ.)

WOOD

PILING

POWER MODULE

ELEC. INTERLOCK

ON CONC. PAD

WOOD

PILING

ACCESS COVER

TOP=2.96

ACCESS COVER

NO ACCESS

TOP=2.92

LP

WVFH

WVWV

ELEC HH

TOP=7.03'

ELEC ACCESS

TOP=4.30'

ELEC HH

TOP=3.79'

WM

CLEAT

CLEAT

CLEAT

DRAIN

TOP=8.05'

LP

LP

WV

FH

EO

EO

LP

ELEC JB

ELEC JB

#NJ0006

WM FH

ELEC HH

TOP=3.59'

WV

CLEAT

CLEAT

CLEAT

LP

TBM #2060

"X" ON BONNET

BOLT OF FH

N=353609

E=2696881

EL=7.76

TBM #2061

"X" ON BONNET

BOLT OF FH

N=353432

E=2697140

EL=8.78

CONTROL POINT #2067

RBC

N=353582.41 E=2696814.50

EL=4.98

CONTROL POINT #2069

RBC

N=353440.22 E=2697140.02

EL=6.62

EL=6.20

W D

D

EC

K

CONC PORCH

CONC

CONC

PVMT

CUT

PVMT CUT

PV

M T

CU

T

SSMH

TOP=7.92

(MANHOLE BOLTED DOWN-

INACCESSIBLE)

6"PVC

SS

SS

SS

SS

SS

SS

W D

R

AM

P

BLOCK WALL

BLOCK WALL

CONC

CONC

LP TANK

CONC

WD STEPS

36" STEEL RAILING

CONC STEPS

CONC

PORCH

CONC

RAMP

1-STORY

BLOCK BLDG

1-STORY

FRAMED BLDG

(#16753)

36" STEEL RAILINGCONC STEPS

CONC WALL

CONC

GRAVEL

2-STORY

BLOCK BLDG

(#16744)

DI

TOP=5.86'

(STR FULL

OF GRAVEL)

DI

TOP=5.25'

(STR FULL

OF GRAVEL)

DI

TOP=5.21'

(STR FULL

OF GRAVEL)

DI

TOP=5.18'

(STR FULL

OF GRAVEL)

C O

N C

WOOD SHED

6" CONC WALLCO

CO

ASPHALT

CONC

CONC

WV

BOL

BOL

PAINTED "X" IN CONC

BOL

BOL

BOL

BOL

BOL

BOL

10" PVC

INV.=-0.12'

BOAT

TIE

CLEAT

ELEC HH

TOP=4.77'

ELEC HH

TOP=6.14'

LP

BOAT TIE

WM

CATV

ELEC TRANS

ON CONC PAD

(1CKN51)

LP

LP

TMH

TOP=6.80'

BOTT=0.80'

A Joint Venture

N

20'-0" 0'-0'' 20'-0" 40'-0"

SCALE: 1''=20'

A1 G-100

(-1

(-2

(-2

10 9 8 7

8 9

6 7

(-2

(-3

(-1

5 6

7 8

0(-1 )(-2

(-3

(-1

(-1

(-2

SS

SS

SS

SS

GRT TOP=11.23'

GRT TOP=11.11'

D I

TO

P

=2 .6

8'

BO

TT

=0

.4 4'

IN

V

.O U

T= 0.

S E

(B

O X

F U

LL

O

F W

A

TE

R A

N D

S A

N D

D

I TO

P =4

.0 3'

BO

TT

1.

IN

V

1.

W

D I

TO

P

=3 .0

7'

BO

TT

=1

.7 7'

IN

V

.O U

T= 1.

S E

UE

D

I TO

P =3

.2 2'

BO

TT

0.

IN

V

.IN

=1

.2 7'

(N W

IN

V

.IN

=1 .0

4' (S

W

IN

V

.O U

T= 0.

N

S

TM

H

TO

P =3

.3 1'

BO

TT

0.

IN

V

O U

T= -0

.1 9'

SS

SS

SS

SS

SS

D R

A

IN

TO

P

=8 .0

5'

SS

SS

SS

SS

SS

SS

SS

6" P

VC

6" V

C P

SS

SSSS

SS

D

I TO

P =3

.5 4'

BO

TT

0.

IN

V

.IN

=U

K N

(N W

IN

V

.IN

0.

S

IN

V

.IN

0.

S

E

IN

V

.O U

T= U

K N

(S W

(B

O X

F U

LL

O

F W

A

TE

R

18" RCP (2)

10" VCP

" P

VC

UKN

P

IP

E

SI

ZE

SD

SD

SD

SD

SD

SD

SSSS

SS

D I

TO

P

=3 .5

3'

GRT TOP=11.04'

G R

T

TO

P =1

1.

GRT TOP=11.19'

GRT

TOP=11.20'

GRT

TOP=11.24'

GRT

TOP=11.06'

GRT

TOP=11.07'

GRT TOP=11.07'

GRT TOP=11.09' GRT TOP=11.05'

GRT

TOP=11.08'

GRT

TOP=11.04'

G R

T

TO

P =1

1.

GRT TOP=11.06'

GRT

TOP=11.08'

GRT

TOP=11.10'

G R

T

TO

P =1

1.

GRT

TOP=11.02'

D

I TO

P =5

.8 6'

(S

TR

F U

LL

O

F G

R A

V E

L)

D

I TO

P =5

.2 5'

(S

TR

F U

LL

O

F G

R A

V E

L)

D

I TO

P =5

.2 1'

(S

TR

F U

LL

O

F G

R A

V E

L)

D

I TO

P =5

.1 8'

(S

TR

F U

LL

O

F G

R A

V E

L)

IC

V

IC

V

IC

V

IN

V

-0

.4 9'

" D

IP

(C

A P

P E

D

G

AS

L

IN

E

PI

V

G

AS

L

IN

E

TP

ED

FO

C

M

AR

KE

R

C

AT

V TP

ED

S

TM

H

TO

P =3

.7 9'

BO

TT

0.

(IN

V

E R

TS

IN

A C

C E

S S

IB

LE

TP

ED

C

AT

V

R

EG

U

LA

TO

R

PI

V

" P

VC

IN

V.

0.

C

AT

V

D

I TO

P =3

.0 6'

BO

TT

=1 .4

5'

IN

V .O

U T=

1.

N

E

A1

SD100

OVERALL DEMOLITION PLAN

SCALE: 1"=60'

A Joint Venture

N

60'-0" 0'-0'' 60'-0" 120'-0"

SCALE: 1''=60'

BOGUE SOUND

FLOATING DOCK

DEMOLITION, SEE

SOUTH GROIN & WOOD

DOCK DEMOLITION, SEE

REVETMENT

DEMOLITION, SEE

PERIMETER FENCE DEMOLITION, SEE

A1

SD102

A1

SD103

C1

SD101

NORTH CONC

BULKHEAD

DEMOLITION, SEE

SOUTH CONC BULKHEAD

DEMOLITION, SEE

B1

SD101

A1

SD101

A1

SD104

WOOD DOCK

SOUTH GROIN

5 6

7 8

A1

SD100

SOUTH CONCRETE BULKHEAD DEMOLITION PLAN

SCALE: 1"=10'

10'-0" 0'-0'' 10'-0" 20'-0"

SCALE: 1''=10'

N

B1

SD100

NORTH CONCRETE BULKHEAD DEMOLITION PLAN

SCALE: 1"=10'

EXISTING 300' CONC PIER

EXISTING 300' CONC PIER

EXISTING BOAT

HAULOUT28'-6"±

73'-3 1/4"±

C1

SD100

PERIMETER FENCE DEMOLITION PLAN

SCALE: 1"=10'

REMOVE & DISPOSE OF EXISTING CHAIN LINK SECURITY

FENCE, HARDWARE & CONC FOUNDATION, TYP

EXISTING RIPRAP

A Joint Venture

120'-0"±

LIMITS OF DEMOLITION

C2

SD601

A1

SD601

B3

SD601

B4

SD601

EXISTING CONC CAP TO REMAIN

EXISTING CONC

CAP TO REMAIN

3'-6"±SEE NOTE 1

4'-0"±SEE NOTE 1

3'-6"±

SEE NOTE 1

REMOVE & DISPOSE OF PORTION

OF EXISTING CONC CAP

REMOVE & DISPOSE

OF PORTION OF

EXISTING CONC CAP

EXISTING CONC

CAP TO REMAIN

EXISTING CONC

CAP TO REMAIN

REMOVE & DISPOSE OF PORTION

OF EXISTING CONC CAP

REMOVE & DISPOSE OF EXISTING

STL H-PILE IN ITS ENTIRETY, TYP

REMOVE & DISPOSE OF EXISTING

TIMBER SHEETING IN ITS ENTIRETY, TYP

REMOVE & DISPOSE OF EXISTING

TIMBER CRIB WALL, GROIN & GROIN

PILES IN ITS ENTIRETY, TYP

REMOVE & DISPOSE OF EXISTING

TIMBER CRIB WALL TIE-BACK

SYSTEM IN ITS ENTIRETY, TYP

REMOVE & DISPOSE OF EXISTING CHAIN

LINK SECURITY FENCE & HARDWARE, TYP

3'-6"±SEE NOTE 1

C1

SD601 C3

SD601

C4

SD601 B1

SD601

B2

SD601

A2

SD601

A1

SD502

A1

SD502

REMOVE & DISPOSE OF PORTION

OF EXISTING CONC CAP

TYP

EXISTING CONC

PIER RAMP

EXISTING CONC

PIER RAMP

TY

P

REMOVE & DISPOSE OF EXISTING

TIMBER/STL GROIN IN ITS ENTIRETY

REMOVE & DISPOSE OF EXISTING

DEBRIS WITHIN ERODED AREA

28'-2 1/4"±

NOTES:

1. CONTRACTOR SHALL ADJUST LIMITS OF EXISTING

CONCRETE CAP DEMOLITION AS REQUIRED BASED ON

SIZE OF COMPOSITE SHEET PILE FASCIA UTILIZED (SEE

SHEET S-101).

2. SURVEY CONTOURS SHOWN IN PLAN ARE BASED ON

NAVD88 DATUM. ALL OTHER ELEVATIONS ARE BASED ON

MLW DATUM. REFER TO G-002 FOR DIFFERENCE BETWEEN

NAVD88 AND MLW.

EXISTING CONTOUR, TYP, SEE NOTE

EXISTING CONTOUR, TYP,

SEE NOTE 2

NOTES:

1. CONTRACTOR SHALL ADJUST LIMITS OF EXISTING CONCRETE CAP DEMOLITION AS REQUIRED

BASED ON SIZE OF COMPOSITE SHEET PILE FASCIA UTILIZED (SEE SHEET S-101).

2. SURVEY CONTOURS SHOWN IN PLAN ARE BASED ON NAVD88 DATUM.